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http://dx.doi.org/10.7781/kjoss.2012.24.1.013

Structural Properties of High-Strength and Low-Yield-Steel Beam-Column for High-Rise Architecture Structure  

Kim, Jong-Sung (경일대학교 건축학부)
Meng, Ming Hua ((주)FUJUTA 기술연구소 건축사업부)
Publication Information
Journal of Korean Society of Steel Construction / v.24, no.1, 2012 , pp. 13-21 More about this Journal
Abstract
Recently, the development of high-strength thicker steel plate above 600MPa is becoming active due to the increase in both height and member size of architectural structure. However, such steel, which is being investigated in Korea nowadays, has possibility of limited practical application because of high design code strength and high-yield ratio. Therefore, this study performed the validation for the structural performance of beam-column with combined axial force and bending moment whether this beam-column might be attributable as an architectural purpose steel. This study was conducted from the result of monotonic loading test of beam-column, based on the material properties of low-yield, 600MPa class steel which was developed during 1988-1993 in Japan. This study might provide the fundamental database for practical research for these steel which are actively being tested in Korea.
Keywords
high-strength steel plate; beam-to-column; low yield steel maximal strength; structural properties;
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